抄録
When independent type acceleration sensors with communication networks for instantaneous information transmissions are ready to use, structures can correspond to future agitations beforehand. The pseudo feed-forward type control becomes possible for various agitations. As a result, it can be expected that response of controlled structures reduces for unknown agitations such as various earthquakes. In this report, earthquake response analysis is carried out for an isolated wooden house with pseudo fee-forward controlled variable stiffness device to let a period of structure change under the concept of anti-resonance. Analysis results show that earthquake responses of acceleration and displacement in case of controlled structure decrease from those of not-controlled structure.
